A plate with a width of 300mm and thickness of 20mm is to be connected to two plates of the same width with half the thickness by 25 mm diameter rivets. As shown. The rivet holes have a diameter 3.2 mm larger than the rivet diameter. The plate is A36 steel with yield strength Fy = 248 MPa. The rivets are A 502 Grade 2 hot driven rivets with allowable shear stress of 150 MPa. 0 O 300 m O P/2 +/2 +/2 P/2 P/2

Elements Of Electromagnetics
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ISBN:9780190698614
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A plate with a width of 300mm and thickness of 20mm is to be connected to two plates of the
same width with half the thickness by 25 mm diameter rivets. As shown. The rivet holes have a
diameter 3.2 mm larger than the rivet diameter. The plate is A36 steel with yield strength Fy=
248 MPa. The rivets are A 502 Grade 2 hot driven rivets with allowable shear stress of 150 MPa.
O
300 mm
O
O
P/2
+
1/2
1/2
*
P/2
P/2
Transcribed Image Text:A plate with a width of 300mm and thickness of 20mm is to be connected to two plates of the same width with half the thickness by 25 mm diameter rivets. As shown. The rivet holes have a diameter 3.2 mm larger than the rivet diameter. The plate is A36 steel with yield strength Fy= 248 MPa. The rivets are A 502 Grade 2 hot driven rivets with allowable shear stress of 150 MPa. O 300 mm O O P/2 + 1/2 1/2 * P/2 P/2
a. Determine the maximum load that can be applied to the connection without exceeding
the allowable tensile stress in the plates.
b. Determine the maximum load that can be applied to the connection without exceeding
the allowable shear stress in the rivets.
c. Determine the maximum load that can be applied to the connection without exceeding
the allowable bearing stress between the plates and the rivets.
Transcribed Image Text:a. Determine the maximum load that can be applied to the connection without exceeding the allowable tensile stress in the plates. b. Determine the maximum load that can be applied to the connection without exceeding the allowable shear stress in the rivets. c. Determine the maximum load that can be applied to the connection without exceeding the allowable bearing stress between the plates and the rivets.
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